Fatigue resistance of asphalt binders and the correlation with asphalt mixture behaviour-Reference-Cited by-同舟云学术

Fatigue resistance of asphalt binders and the correlation with asphalt mixture behaviour

Published:2019-07-01 Issue:sup2 Volume:20 Page:S695-S709
ISSN:1468-0629
Container-title:Road Materials and Pavement Design
language:en
Short-container-title:Road Materials and Pavement Design

Author:

Bessa Iuri S.¹,Vasconcelos Kamilla L.¹^ORCID,Castelo Branco Verônica T. F.²,Bernucci Liedi L. B.¹

Affiliation:

1. Laboratório de Tecnologia de Pavimentação, Universidade de São Paulo (USP), Escola Politécnica, São Paulo, Brazil

2. Departamento de Engenharia de Transportes, Universidade Federal do Ceará, Fortaleza, Brazil

Funder

Resources for Technological Development (RDT) of Fernão Dias Concession

National Land Transport Agency

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/14680629.2019.1633741

Reference35 articles.

1. Viscoelastic fatigue resistance of asphalt binders modified with crumb rubber and styrene butadiene polymer

2. Evaluation of Fatigue Criteria for Asphalt Binders

3. Bahia, H. U., Hanson, D. I., Zeng, M., Zhai, H., Khatri, M. A. & Anderson, R. M. (2001). Characterization of modified asphalt binders in Superpave mix design (Report No. 459). Washington, DC: National Cooperative Highway Research Program (NCHRP).

4. Bahia, H. U., Tabatabaee, H. A., Mandal, T. & Faheem, A. (2013). Field evaluation of Wisconsin modified binder selection guidelines – phase II (Project No. 0092-13-02). Madison, WI: University of Wisconsin Madison – Modified Asphalt Research Center.

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